Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Construction method of basement shear wall and formed structure thereof
The invention relates to a construction method of a basement shear. The construction method comprises the steps of: constructing an enclosure structure around an area to be constructed, and excavatingthe area to be constructed to form a foundation pit; pouring a bottom of the foundation pit to form a base plate, after the base plate reaches a setting strength, erecting a formwork on the base plate and pouring to form a top plate, and forming a through hole at a position of the top plate to form the shear wall; and erecting a side formwork at the position to form the shear wall between the base plate and the top plate, so that the side formwork and the enclosure structure are enclosed to form a closed pouring space, and pouring concrete into a pouring space from the through hole to form the shear wall. According to the invention, the problem of difficulty in concrete pouring of the shear wall is effectively solved, the poured concrete is dense, the project quality is ensured, and the advanced construction of an underground structure is realized.
本发明涉及一种地下室剪力墙的施工方法，包括：于待施工的区域周围施工围护结构，并开挖待施工的区域以形成基坑；于基坑的底部浇筑形成底板，待底板达到设定强度后，于底板上支设模板并浇筑形成顶板，且该顶板对应待形成剪力墙的位置形成通孔；以及于底板和顶板之间待形成剪力墙的位置支设侧模，使得侧模与围护结构围合形成封闭的浇筑空间，自通孔向浇筑空间内浇筑混凝土，从而形成剪力墙。本发明有效地解决了剪力墙的混凝土浇筑困难的问题，能够使得浇筑的混凝土密实，保证工程质量，实现地下结构的超前施工。
Construction method of basement shear wall and formed structure thereof
The invention relates to a construction method of a basement shear. The construction method comprises the steps of: constructing an enclosure structure around an area to be constructed, and excavatingthe area to be constructed to form a foundation pit; pouring a bottom of the foundation pit to form a base plate, after the base plate reaches a setting strength, erecting a formwork on the base plate and pouring to form a top plate, and forming a through hole at a position of the top plate to form the shear wall; and erecting a side formwork at the position to form the shear wall between the base plate and the top plate, so that the side formwork and the enclosure structure are enclosed to form a closed pouring space, and pouring concrete into a pouring space from the through hole to form the shear wall. According to the invention, the problem of difficulty in concrete pouring of the shear wall is effectively solved, the poured concrete is dense, the project quality is ensured, and the advanced construction of an underground structure is realized.
本发明涉及一种地下室剪力墙的施工方法，包括：于待施工的区域周围施工围护结构，并开挖待施工的区域以形成基坑；于基坑的底部浇筑形成底板，待底板达到设定强度后，于底板上支设模板并浇筑形成顶板，且该顶板对应待形成剪力墙的位置形成通孔；以及于底板和顶板之间待形成剪力墙的位置支设侧模，使得侧模与围护结构围合形成封闭的浇筑空间，自通孔向浇筑空间内浇筑混凝土，从而形成剪力墙。本发明有效地解决了剪力墙的混凝土浇筑困难的问题，能够使得浇筑的混凝土密实，保证工程质量，实现地下结构的超前施工。
Construction method of basement shear wall and formed structure thereof
地下室剪力墙的施工方法及其形成的结构
CUI JIANWEI (Autor:in) / ZHOU ZHIJIAN (Autor:in) / ZHANG YINGYE (Autor:in) / ZHANG ZESHAN (Autor:in) / ZHANG JIAXIN (Autor:in)
20.10.2020
Patent
Elektronische Ressource
Chinesisch
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